1. |
Boundary element analysis of nonlinear water wave problems |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 953-970
Tsukasa Nakayama,
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摘要:
AbstractA new boundary element technique based on Green's formula is applied to the analysis of nonlinear water wave problems. The problems are formulated mathematically as two‐dimensional nonlinear initial‐boundary value problems in terms of a velocity potential, assuming the fluid to be inviscid and incompressible, and the flow to be irrotational.In the present paper, two kinds of wave‐making problems are analysed: (1) a tsunami generated by sea bed elevation; (2) generation, propagation and run‐up on a vertical wall of a solitary wave. Numerical results obtained by the present method are compared with available experimental data and analytical solutions. Excellent agreements are o
ISSN:0029-5981
DOI:10.1002/nme.1620190702
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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2. |
Dual analysis of plane stress problems by commonly based finite elements |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 971-984
John W. Harvey,
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摘要:
AbstractFinite element models for linear elastic plane stress problems which provide, alternatively, a completely compatible displacement field or a precisely equilibrated stress field are developed. The basis for both models is a biquintic interpolation polynomial representing Airy's stress function over a triangular region. The polynomial coefficients are modified and grouped to establish compatibility while retaining equilibrium within each element. Nodal kinematic parameters are selected and matched to the stress function for the compatible (modified stiffness) model, while nodal stress function parameters are chosen for the equilibrium (modified flexibility) model. Constraints on the global freedoms, enforced by Lagrange multipliers, are introduced to augment nodal connectivity in establishing interelement compatibility in the ‘stiffness’ model and uniform stress transmission in the ‘flexibility’ model. Appropriate boundary conditions are formed for each model. Numerical solutions are obtained and a
ISSN:0029-5981
DOI:10.1002/nme.1620190703
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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3. |
Number of non‐zero blocks in the stiffness matrix of the finite element network |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 985-993
Zhenxing Feng,
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摘要:
AbstractIn Reference 1 a series of general formulae for evaluating the total number of non‐zero blocks in the stiffness matrix, both of two‐dimensional and three‐dimensional (arbitrary polygonal/polyhedral) finite element networks, was presented. In this paper, an alternative, more direct and efficient method for deriving such formulae is presented. In addition, this new method can be used for more complex situations. In fact, it may be used for almost all kinds of finite element net
ISSN:0029-5981
DOI:10.1002/nme.1620190704
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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4. |
A predictor‐corrector contouring algorithm for isoparametric 3D elements |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 995-1004
George D. Kontopidis,
David E. Limbert,
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摘要:
AbstractThis paper describes a new contouring algorithm for isoparametric elements which can be used to map three‐dimensional scalar fields. The contours are generated on arbitrary planes intersecting finite element structures. Tracing element contour lines is accomplished by an accurate predictor‐corrector technique. A method of finding starting points for the algorithm on the boundary of the elements is also gi
ISSN:0029-5981
DOI:10.1002/nme.1620190705
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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5. |
Elements for the numerical analysis of wave motion in layered strata |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 1005-1032
John L. Tassoulas,
Eduardo Kausel,
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摘要:
AbstractA technique is developed for the numerical analysis of wave motion in layered strata. Semidiscrete particular solutions satisfying inhomogeneous boundary conditions are calculated by the finite element method. These solutions are combined with semidiscrete modes of an appropriate eigenvalue problem. The boundary conditions corresponding to rigid and rough footings on a layered stratum are treated in detail. Applications are considered which demonstrate the validity of the technique.
ISSN:0029-5981
DOI:10.1002/nme.1620190706
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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6. |
A numerical analysis of time‐dependent two‐dimensional magnetic fields |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 1033-1045
John A. Macbain,
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摘要:
AbstractThe nonlinear diffusion equation as applied to two‐dimensional time‐dependent magnetic fields is solved with a finite element algorithm. This algorithm permits the analysis of problems possessing complex geometries, induced eddy currents, permanent magnets, and nonperiodic excitation currents. The numerical procedure utilizes implicit time stepping with an iterative scheme to solve the resulting set of equations. Two examples of applications of this program are presen
ISSN:0029-5981
DOI:10.1002/nme.1620190707
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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7. |
Implementation of an improved bisection algorithm in buckling problems |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 1047-1052
D. J. Evans,
J. Shanehchi,
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摘要:
AbstractAn improved bisection strategy is presented to determine the eigenvalues of a real symmetric tridiagonal matrix which occurs in a simple column buckling problem. The new strategy, which involves only a minor modification, utilizes incomplete Sturm sequences only as long as relevant information on the next and following eigenvalues is obtained resulting in a minimization of the computational work. The strategy is particularly effective if only a few eigenvalues are required. The technique can be used for a wider class of eigenvalue problems than the illustrative one presented here.
ISSN:0029-5981
DOI:10.1002/nme.1620190708
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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8. |
Numerical solution of nonlinear quasi‐stationary magnetic fields |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 1053-1062
Frantis̃ek Melkes,
Milos̋ Zlámal,
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摘要:
AbstractThe problem of quasi‐stationary nonlinear magnetic fields is formulated in a variational form. A Galerkin finite element solution is constructed. Discretization in time is carried out by means of one‐ and two‐step linearA‐stable schemes. The resulting system of nonlinear equations is solved by Newton's method. A numerical example i
ISSN:0029-5981
DOI:10.1002/nme.1620190709
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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9. |
An alternative high‐order finite element formulation for cylindrical field problems |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 1063-1072
P. Daly,
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摘要:
AbstractEarlier formulations of the finite element approach to cylindrical (rz) field problems led initially to variational expressions containing a simple term in 1/rand consequent attempts to remove it by appropriate choice of interpolation functions. The present paper uses new interpolation functions which ensure that the field behaviour near the axis is correctly modelled. High‐order finite elements up to order four are derived and tested on a special cylindrical geometry to confirm, in a practical case, the theoretical claims of improved rates of convergence in solving problems of engineering significanc
ISSN:0029-5981
DOI:10.1002/nme.1620190710
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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10. |
Economical solution technique for boundary integral matrices |
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International Journal for Numerical Methods in Engineering,
Volume 19,
Issue 7,
1983,
Page 1073-1077
Jacqueline A. Bettess,
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ISSN:0029-5981
DOI:10.1002/nme.1620190711
出版商:John Wiley&Sons, Ltd
年代:1983
数据来源: WILEY
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